3108 Lytton Hall Dr - Laserfiche WebLink

Browse Search

C c d It 65'-0" 5'-4" . V-9j" T-4` 5'-0" 6-0" 1. 5'-10" S-10" 6'-0" 6'-0" _ T-10" 2'-1064" 5'-1164 1. 5-0" _ 64" H.B.; A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ........ ■ ■ _ ■ ■ —----r--------� r = r---------+---- ---: —�------------ :: --------I-- r0, _ I �• o I 16'-0" 6-10". �0. LM i \\ SINK / DISPo01 1OPLO I ..Lr -- \ N D.W. j 00 I I} 1 S3 in v �— .. I \ \ I � — — — J CHASE TO IS D r _---_ ---- � —__---- ■ \ I — —� — — — :— — — — — PROVIDE 1 %" RECESS \ CJ L — — — — — _ — — — — — — J CJ OPT. —I—e� C. : \�\ REF. ... o { I — — I I — — — — CJ—t-I-I I ■ TYP Col 1 STORY U.N.O. r- STEPS AS REQUIRED FORSGD.REFERTO ::::'.:'.'.'.'.'.'.'.'.'.'.".'.'.'.'.: . .'.'. .'.'.': ::.':: 10'-104" PER FIELD I MASON'S SLOPE FOR \ � KITCHEN ISLAND CONDITIONS WIDTH \I� \ LOW WALLS ' :::.':.'. :: o 4'-01, I \ \ 16-10" 12'-10" ; INDICATES FILLED CELL w/ 3000 PSI \ \ \ CONC. GROUT FROM FT. TO BEAM \ \ \ r — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ ::::::::::: :::: ' :: ' ' : :::::::. ■ ■ ■ ... . . .. TYP @ ALL PLACES SHOWN \.::::::::::::::::::...::::::::::::: \ TOP OF CONC./ PAVER T BE 4" . .. ■ ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0" \ I 4'-0" 4'-4" 4'-6" VERTICALS w:in \ HVAC CHASE BELOW FIN, FLR, W/ 25 EXT. ABOVE SLAB "GRADE 40 \ \ I STEEL \ \ BASED ON SLOPE FILLED CELL \ PROVIDE %" x 9" \ LOCATION I \ \ RECESS FOR FRT. OOR L - I \ \ 2'-6"x2'-6"X1'-0" FTG LID \ \ 25'-10 2a" \ \ 9 -512s W/ (3) #5 E.W. 5'_0" I 4r) C8, �4 ........... 9 K 7\ (2) #5 REBAR 00 TYP @ 1 STORY S3 \ I CC U.N.O. S3 S3 VERTICALS w7inl FILLED CELL 2'-6"x2'-6"X1'-0" FTG r3'-5" ' 7'-1 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE "';71 I W/ (3) #5 E.W. ��-31/2" G _ I S3 I ih FILLED CELL OPT. D fT.. ................ . 0 : r 5' 3" 1'-10" 3. 6 I O l I , _CJ _CJ I 3-1/2" MIN 3000 PSI CONC. ' 2'-74" 7'-10" 1'-I'0 EDGE OF SLAB 2" SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY ( (• J iv 3-1/2" MIN 2500 PSI CONC `N loo ' K d �' S3 SLAB OVER 6 MIL VISQUEEN I S3 I i VAPOR BARRIER r I ' iv 35'4' 20'-6" ■ 10'-0" I :: BUILDER TO PROVIDE (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" : O PROTECTION FILLED CELL • • • ' � � Zo I WH• WHENREQUIRED •• o o PER FBC - --- — — — --I— — -- — — -- -- — -- — —�' — — — +— — — — — — — — —•I ........ ......... co ■ ;Lj j j ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY 5'-75s„ 6 -41' U.N.O. 5'-23„ 7. 1 �.. 1'-6" s a 6'-0" _ 6'-0' 6'-0" 6'-0" 6'-0" _ s a FOUNDATION PLAN MONO - ELEV-Bl_ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 7,7 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .r�; ', : #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY �:' #5 X 25" X 25" CORNER '�•,; '�', �''� ;; '; BAR ONE FOR EA. ' ' • ' ' ' HORIZ. REBAR, TYP. • U.N.O. - •, •, '"Alternate: The reinf. bars shall be •• •. - • •, cont. around corner by cold V.bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" . EZ CC • ~', y v !p . F e1 L C) �`ft OFESSt0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w `T 9� Q O O O p) 'D N J ® M O � . - J* uj w I» .-I a LL 22 u_ LL d o- Q ai,LL > aaa.. xo C00I .E 06 8 0W°§ z �inm W 'motim �¢= W z Z Z-E°'O' �'—'• N 0 AQ C,)Zz _o a0 Q O 7 6 0 � W 0 ❑01❑ z N o z �N CU zo� d. ry n, M m c o VJ (D u_ 1, •� fQ U V% Y w 0 o ® Q '� • 0 N � N r.ir F_ o 2 1111111110 C) 00 „. T e 0 8 i r = Q m 4 14 o w M co i p Z < -J ,L cE wco SF ,o < a O z© oa t— x =O U O z C O C N @ L a z Qo ¢ dz ww o O Y �m m 0 O Z , J , <<w gz O ~°o Sao 5 z n w U �k O Jw w� =O �� �P z< a OU3 0 cN = 1211� J L 0 > . I__ ry O > �� O Q � O m CC 2 r �' ■ r_ J N T O LO O N T (D m .> O T r (Y) r \ O Z Z E E O N N `m c c d E U '0 CO JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 6